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Ara es mostren els items 37-45 de 45

    • Seismic assessment of high-rise URM buildings: a probabilistic approach 

      Ávila Haro, Jorge Arturo; González Drigo, José Ramón; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (2016)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The definition of the seismic demand and the correct characterization of the mechanical properties of the materials are two of the major difficulties in the seismic damage assessment of unreinforced masonry buildings due ...

    • Seismic damage assessment of URM buildings: a comparison of non-linear static procedures 

      González Drigo, José Ramón; Ávila Haro, Jorge Arturo; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (2016)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      In the scientific literature, a significant number of non-linear procedures are proposed in order to evaluate the seismic vulnerability of a building. In this work, and in the context of the Risk-UE methodology, a complete ...

    • Seismic performance of URM buildings: a probabilistic approach 

      Ávila Haro, Jorge Arturo; González Drigo, José Ramón; Vargas Alzate, Yeudy Felipe; Alva Bañuelos, Rodrigo Esteban; Pujades Beneit, Lluís (2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The research conducted in this work focuses on the uncertainties related to the mechanical properties of the construction material of interest (i.e., unreinforced masonry -URM), and the influence of their variability on ...

    • Seismic risk assessment using stochastic nonlinear models 

      Vargas Alzate, Yeudy Felipe; Lantada, Nieves; González Drigo, José Ramón; Pujades Beneit, Lluís (2020-02)
      Article
      Accés obert
      The basic input when seismic risk is estimated in urban environments is the expected physical damage level of buildings. The vulnerability index and capacity spectrum-based methods are the tools that have been used most ...

    • Seismic vulnerability of building aggregates in Barcelona 

      González Drigo, José Ramón; Ávila Haro, Jorge Arturo; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (2010)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Almost half of the housing buildings of Barcelona were built before 1940. In the Eixample district, approximately the 65% of the buildings fit the main features of a building design based on unreinforced masonry (URM) ...

    • Simulation and analysis of damage progression in a mid-rise RC building during and earthquake 

      Cabrera Velez, Esteban; González Drigo, José Ramón; Luzi, Guido; Vargas Alzate, Yeudy Felipe; Pujades Beneit, Lluís; Alva Bañuelos, Rodrigo Esteban; Ávila Haro, Jorge Arturo (2022)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      A five-story reinforced concrete building severely damaged during the Mw 5.1, May 11th 2011, Lorca earthquake (Murcia, Spain), has been monitored with an interferometric radar and has been numerically modelled with the aim ...

    • Spectral velocity-and energy-based intensity measures 

      Vargas Alzate, Yeudy Felipe; González Drigo, José Ramón; Ávila Haro, Jorge Arturo; Alva Bañuelos, Rodrigo Esteban; Pujades Beneit, Lluís; Tirado Gutiérrez, Rodolfo Javier (2022)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The statistical relationship between parameters that represent the intensity of ground motions induced by earthquakes (Intensity Measures, IM) and the nonlinear response of buildings (Engineering Demand Parameters, EDP) ...

    • Spring-type elements model for non-linear static analysis of masonry buildings 

      Jiménez Pacheco, Juan; González Drigo, José Ramón; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (2018)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The use of analytical models based on a relatively small number of mechanical and geometrical parameters is very useful to provide a preliminary evaluation of the expected seismic performance and determine whether a more ...

    • Traditional high-rise unreinforced masonry buildings: modeling and influence of floor system stiffening on their overall seismic response 

      Jiménez Pacheco, Juan; González Drigo, José Ramón; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Calderón Brito, José (2020-01-04)
      Article
      Accés obert
      This paper summarizes a study whose primary objectives were to develop a model for nonlinear static analysis of unreinforced masonry (URM) buildings, considering the flexibility of the floor system and analyzing the influence ...